Fire retardant expansion joint seal system with elastically-compressible body members, internal spring members, and connector

ABSTRACT

The present disclosure relates generally to systems for providing a durable water-resistant as fire-resistant foam-based seal in the joint between adjacent panels. An expansion joint seal which may be fire-resistant and/or water-resistant, is provided which includes one or more body members, a fire retardant member, which may be of an intumescent member, interspersed within the body member or members, a plurality of resilient members to provide a spring recovery force and fire resistance, and a connector of at least two of the resilient members, which connect each of the resilient members to a cover plant or may connect the two resilient members to one another.

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation-in-part of U.S. patent application Ser. No. 15/714,390 fled Sep. 25, 2017 for “Expansion Joint Seal System with Internal Intumescent Springs Providing Fire Retardancy,” for which priority is claimed and which is incorporated herein by reference, which is a continuation of U.S. patent application Ser. No. 15/217,085 filed Jul. 22, 2016 for “Expansion Joint Seal System Providing Fire Retardancy” which issued Oct. 31, 2017 as U.S. Pat. No. 9,803,357, which is incorporated herein by reference and of which the benefit is claimed.

STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT

Not Applicable.

BACKGROUND Field

The present disclosure relates generally to systems for creating a datable water-resistant and fire-resistant foam-based seal in the joint between adjacent panels. More particularly, the present disclosure is directed to providing an expansion joint seal system which includes a plurality of fire retardant, such as intumescent, members to protect the adjacent substrates and joint.

Description of the Related Art

Construction panels come in-many different sizes and shapes and may be used for various purposes, including roadways, sideways, tunnels and other pre-cast structures. Where the construction panels are concrete, it is necessary to form a lateral gap or joint between adjacent panels to allow for independent movement, such in response to ambient temperature variations within standard operating ranges. These gaps are also used, to permit moisture to be collected and expelled. Cavity walls are common in masonry construction, typically to allow for water or moisture to condense or accumulate in the cavity or space between the two exterior walls. Collecting and diverting moisture from the cavity wall, construction can be accomplished by numerous well-known systems. The cavity wall is often ventilated, such as by brick vents, to allow air flow into the cavity wall and to allow the escape of moisture heat or humidity. In addition to thermal movement or seismic joints in masonry walls, control joints are often added to allow for the Mown, dimensional changes in masonry over time. Curtain wall or rain screen design is another common form of exterior cladding similar to a masonry cavity wall. Curtain walls can be designed to be primarily watertight but can also allow for the collection and diversion of water to the exterior of the structure. A cavity wall or curtain wall design cannot function as intended if the water or moisture is allowed to accumulate or condense in the cavity wall or behind a curtain wall or rain screen design cannot be diverted or redirected back to the outside of the wall. If moisture is not effectively removed it can cause damage ranging from aesthetic in the form of white efflorescence buildup on surface to mold and major structural damage from freeze/thaw cycling.

Thus, expansion and movement joints ate a necessary part of all areas of construction. The size and location of the movement depends on variables such as the amount of anticipated thermal expansion, load deflection and any expected seismic activity. Joint movement in a structure can be cyclical in design as in an expansion joint or in as a control joint to allow for the shrinkage of building components or structural settling:. These movement joints serve an important function by allowing a properly designed structures to move and the joint to cycle over time and to allow for the expected dimensional changes without damaging the structure. Expansion, control and movement joints are found throughout a structure from the roof to the basement and in transitions between horizontal and vertical planes. It is an important function of these expansion joints to not only move as intended but to remain in place through their useful lifespan. This is often accomplished by extending the length and/or width of the expansion joint system over or past the edge of the gap or joint opening to attach to the joint substrate or another building. component. Examples of building components that would ideal to integrally join, an expansion joint with and seal would be, although not limited to, waterproofing membranes, air barrier systems, roofing systems and transitions requiring the watertight diversion of rain water. Although these joints represent only a small percentage of the building surface area and initial cost, they often account for a large percentage of waterproofing, heat loss, moisture/mold problems and other serious interior and exterior damage during the life of the building.

Conventional joint sealants like gunnable sealants and most foam seals are designed to bold, the water out of the structure or expansion joint. However, water can penetrate the joint substrate in many ways such as cracks, poor sealant installation, roofing details and a porous substrate or wall component When water or moisture enters the wall the normal sealing function of joint sealant may undesirably retain the moisture in the wall. Foam joint seals known in the art typically rely on the application of aft elastomer sealant on the primary or exposed face of foam to provide the water resistant function. Such joint seals are not waterproof, but retard the penetration of water into the joint by providing a seal between adjacent substrates for a time and under a maximum pressure. Particularly, such joint seals are not waterproof—they do not preclude water penetration under all circumstances. While this is helpful initially to keep water out of the joint and structure it does not allow for this penetrating water or moisture to escape.

Further complicating operation, some wall designs, such as cavity walls, allow for moisture to enter a first wall layer where it collects and is then directed to the outside of the building by flashing and weep holes. In these systems, water can sometimes be undesirably trapped in the cavity wall, such as at a mortar bridge in the wall, or other impediment caused by poor flashing selection, design or installation. When a cavity wall drainage system fails, water is retained within the structure, leading to moisture accumulating within in the wall, and to an efflorescence buildup on the exterior of the wall. This can also result in freeze-thaw damage, among other known problems.

To be effective in this environment, fully functional, foam-based joint seals require a minimum compression ratio and impregnation density. It is known that higher densities and ratios can provide addition sealing benefits. Cost, however, also tends to increase with overall density. There is ultimately a trade-off between compression ratio/density range and reasonable movement capabilities at about 750 kg/m³. As can be appreciated, this compressed density is a product of the uncompressed density of the material and the desired compression ratio to obtain other benefits, such as water resistance. For example, a foam having an uncompressed density of 150 kg/m³ uncompressed and compressed at a 5:1 ratio results in a compressed density of 750 kg/m³. Alternative uncompressed densities and compression ratios may reach that compressed density of 750 kg/m³ while producing different mechanical properties. It has been long known in the art that a functional foam expansion joint sealant can be constructed using an uncompressed impregnated foam density range of about 80 kg/m³ at a 5:1 compression ratio, resulting in a compressed density of 400 kg/m³. This functional foam expansion joint sealant is capable of maintaining position within a joint and its profile while accommodating thermal and seismic cycling, while providing effective sealing, resiliency and recovers. Such joint seals are not fireproof, but retard the penetration of fire into the joint by providing a seal which protects the adjacent substrates or the base of the joint for a time and under a maximum temperature. Particularly, such joint seals are not fireproof—they do not preclude the burning and decomposition of the foam when exposed to flame.

Another alternative known in the art for increasing performance is to provide a water resistant impregnated foam at a density in the range of 120-160 kg/m³, ideally at 150 kg/m³ for some products, with a mean joint size compression ratio of about 3:1 with a compressed density in a range of about 400-450 kg/m³, although densities in a broader range, such as 45-710 kg/m³ uncompressed and installed densities, after compression and installation in the joint, of 45 kg/m³ and 1500 kg/m³ may also be used. These criteria ensure excellent movement and cycling while providing for fire resistance according to DIN 4102-2F120, meeting the Conditions of Allowance under UL 2079 for a two-hour endurance, fix conventional depth, without loading, with one or more movement classifications, for a joint no greater than six inches and having a movement rating as great as 100%, without a hose stream test, and an ASTM E-84 test result with a Flame Spread of 0 and a Smoke index of 5. This density range is well known in the art, whether it is achieved by lower impregnation density and higher foam compression or higher impregnation density and a lower compression ratio, as the average functional density required for an impregnated open cell foam to provide scaling and other functional properties while allowing for adequate joint movement up to +/−50% or greater. Foams having a higher uncompressed density may be used in conjunction with a lower compression ratio, but resiliency may be sacrificed. As the compressed density increases, the foam tends to retard water more effectively and provides an improved seal against the adjacent substrates. Additives that increase the hydrophobic properties or inexpensive fillers such, as calcium carbonate, silica or alumina hydroxide (ATH) provided in the foam can likewise be provided in a greater density and become more effective. Combustion, modified foams such as a combustion modified flexible polyurethane foam, combustion modified ether (CME) foam, combustion modified high resilience (CMHR) foam or combustion modified Viscoelastic foam (CMVE) can be utilized in the preferred embodiments to add significant fire resistance to the impregnated foam seal or expansion joint without adding additional fire retardant additives. Foam that is inherently fire resistant or is modified when it manufactured to be combustion or fire-resistant reduces the cost of adding and binding a fire retardant into the foam. This method has been found to be advantageous in allowing fire resistance in foam seals configured in very high compression ratios such 5:1 and higher.

By selecting the appropriate additional component the type of foam, the uncompressed foam density and the compression ratio, the majority of the cell network will be sufficiently closed to impede the flow of water into or through the compressed foam seal thereby acting like a closed cell foam. Beneficially, an impregnated or infused open cell foam can be supplied to the end user in a pre-compressed state in rolls/reels or sticks that allows for an extended release time sufficient to install it into the joint gap. To further the sealing operation, additional components may be included, For example, additives may be fully or partially impregnated, infused or otherwise introduced into the foam such that at least some portion of the foam cells are effectively closed, or a hydrophobic or water resistant coating is applied. However, the availability of additional components may be restricted by the type of foam selected. Closed cell foams which are inherently impermeable for example, are often restricted to a lower joint movement range such as +/−25% rather than the +/−50% of open celled foams. Additionally, the use of closed cell foams restricts the method by which any additive or fillers can be added after manufacture. Functional features such as fire resistance to the Cellulosic time-temperature curve for two hours or greater can be however be achieved in a closed cell foam seal without impacting the movement properties. Intumescent graphite powder added to a polyethylene (PE), ethylene vinyl (EVA) acetate or other closed cell foam during processing in a ratio of about 10% by weight has been found to be a highly effective in providing flexible and durable water and fire resistant foam seal. While intumescent graphite is preferred, other fire retardants added during the manufacture of the closed cell foam are. anticipated and the ratio of known fire retardants, added to the formulation prior to creating the closed cell foam, is dependent on the required fire resistance and type of fire retardant. Open celled foams, however, present difficulties in providing water-resistance and typically require impregnation, infusion or other methods for introducing functional additives into the loam. The thickness of a foam core or sheet, its resiliency, and its porosity directly affect the extent of diffusion of the additive throughout the foam. The thicker the core or sheet, the lower its resiliency, and the lower its porosity, the greater the difficulty in introducing the additive. Moreover, even with each of these at optimum, the additive will likely not be equally distributed throughout the foam, but will be at increased density at the inner or outer portions depending on the impregnation technique.

A known solution in the art is the use of foam segments bonded together to provide a lamination. However, lamination increases cost due to the additional time and labor required as a forming fixture is often required for construction of the lamination. The required time and labor is further increased if additional function coatings are required to create a composite material with the desired properties.

It is also known that the thin built-up laminations must be adhesively bonded to avoid separation, and therefore failure, under thermal shock, rapid cycling or longitudinal shear. Because of the cost to effectively bond the laminations, a cost/performance assessment sometimes produces laminations loosely held together by the foam compression rather than by an adhesive. While this is known in the art to be somewhat effective in low performance applications and OEM assembly uses, it also known that it cannot meet the demands of high movement seismic, shear, deflection joints or where fail-safe performance is required. In light of these issues, the preferred embodiment for a high movement impregnated foam expansion joint has been found to instead be a monolithic foam design comprised of a single impregnated foam core. However, lamination systems are often still considered desirable when the lamination adds a functional feature such as integrating a water resistant membrane, a fire resistant layer or other beneficial function.

Construction of lamination systems are typically considered undesirable or inferior for a high movement or rapid cycling fire resistant expansion joint sealant. The higher compression ratios and greater volumes of fire retardant additives are likely to cause the foam to fatigue more rapidly and to lose much of its internal recovery force. This proves problematic over time due to the anticipated exposure to movement and cycling as the impregnated foam will tend to lose its recovery force and rely more on the push-pull connection to the joint substrate. When foam laminations are vertically-oriented, the laminations can de-bond or de-laminate and separate from one another, leading to only the outer most lamination remaining attached to the joint substrate, resulting in the laminated foam joint sealant ceasing to provide either water, air or fire resistance.

A known alternative or functional supplement to the use of various impregnation densities and compression ratios is the application of functional surface coatings such as water-resistant elastomers or fire-resistant intumescents, so that the impregnated foam merely serves as a “resilient backer”. Almost any physical property available in a sealant or coating can be added to an already impregnated foam sealant layering the functional sealant or coating material. Examples would include but not limited to, fire ratings, waterproofing, color, UV resistance, mold and mildew resistance, soundproofing, impact resistance, load carrying capacity, faster or slower expansion rates, insect resistance, conductivity, chemical resistance, pick-resistance and others known to those skilled in the art. For example, a sealant or coating having a rating or listing for Underwriters Laboratories 2079 may be applied to an impregnated compressed foam to create a fire resistant foam sealant.

One approach to addressing the shortcomings has been the creation of composite materials, where the foam core—whether solid or composed of laminations of the same or differing compositions—is coated or surface impregnated with a functional layer, so that the foam is merely a resilient backer for the sealant, intumescent or coating, such that the composition and density become less important. These coatings, and. the associated properties, may be adhered to the surface of each layer of a core or layered thereon to provide multiple functional properties. As can be appreciated, the composite material may have different coatings applied the different sides to provide desired property or properties consistent with its position. Functional coatings such as a water-resistant sealant can pro feet the foam core from absorbing moisture even if the foam or foam impregnation is hydrophilic. Similarly, a functional coating such as a fire-rated sealant added to the foam core or lamination with protect a foam or foam impregnation that is flammable. A biocide may even be included. This could be layered, or on opposing surfaces, or—in the ease of a laminate body—on perpendicular surfaces.

Additionally, it has become desirable, and in some situations required, for the joint sealant system to provide not only water resistance, but also fire resistance. A high degree of fire resistance in foams and impregnated foam, sealants is well known in the art and has been a building code requirement for foam expansion joints in Europe for more than a decade. Fire ratings such as UL 2079, DIN 4102-2, BS 476, EN1399, AS1503.4 have been used to assess performance of expansion joint seals, as have other fire resistance tests and building codes and as the basis for further fire resistance assessments, the DIN 4102 standard, for example, is incorporated into the DIM 18542 standard for “Sealing of outside wall joints with impregnated sealing tapes made of cellular plastics—Impregnated sealing tapes”. While each testing regime utilizes its own requirements for specimen preparation and tests (water test, hose stream tests, cycling tests), the 2008 version of UL 2079, the ISO 834, BS 476: Part 20, DIN 4102, and AS 1530.4-2005 use the Cellulosic time/temperature curve, based an the burning rate of materials found in general building materials and contents, which can be described by the equation T=20+345*LOG(8*+1), where t is time in minutes and T is temperature in C. While differing somewhat, each of these testing regimes addresses cycling and water resistance, as these are inherent in a fire resistant expansion joint. The fire resistance of a foam sealant or expansion has been sometimes partially or folly met by infusing, impregnating or otherwise putting into the foam a liquid-based fire retardant, such as aluminum tri-hydrate or other fire retardants commonly used to add fire resistance to foam. Unfortunately, this increases weight, alters the foam's compressibility, and, may not provide the desired result without additional fire resistant coatings or additives if a binder, such, as acrylic or polyurethanes is selected to treat the foam for fire and water resistance. Doing so while maintaining movement properties may affect the foam's compressibility at densities greater than 750 kg/m³. Ultimately, these specialty impregnates and infused compositions increase product cost.

It has further become desirable or functionally-required to apply a fire resistant coating to the foam joint systems to increase fire and water resistance, but often at the sacrifice of movement. Historically, fire-resistant foam sealant products that use an additional fire resistant surface coating to obtain the life safety fire properties have been limited to only +/−25% movement capability, especially when required to meet longer time-temperature requirements such as UL2079's 2 hour or longer testing. This +/−25% movement range is too limited for most movement joints and would not meet most seismic movement and expansion joint requirements. One well-known method for utilizing these low movement fire resistant joint sealants is to increase the width or size of the joint opening, an undesirable and expensive alternative, to allow for a commonly required +/−50% joint movement rating.

Unfortunately, supplying a pre-coated foam seal from the factory requires long leads times due to the required curing time, which can often hold up completion of projects in the final stages. This shortcoming is exacerbated if the composite material requires an additional functional layer to provide the desired properties. Installing the foam seal and adding another sealant in the field eliminates the one-step advantage of pre-compressed foam seals. The required multi-step process is labor and skill intensive and becomes even more challenging when the joint becomes greater than one inch, which pose difficulties for installation and to provide an aesthetically pleasing finished joint seal.

It would be an improvement to the art to provide an expansion joint seal which provided resistance to fire and water, retained compressibility over time, and did not require impregnating, infusing or compression forcing a large amount of solid fillers into the foam structure.

SUMMARY

The present disclosure therefore meets the above needs and overcomes one or more deficiencies in the prior art The disclosure provides an expansion joint seal, which may be fire-resistant and/or water-resistant, comprising one or more body members, which may be foam or other material with some similar properties, a plurality of fire retardant, such as intumescent, members, such that each fire retardant member is interspersed between two body member or within a single body member, and one of a connector or cover plate connected to two of the plurality of resilient members. The body members generally having a common body length. Each of the body members is at least live times wider than the narrowest of the fire retardant members, although all body members need not be of common width and all fire retardant members need not be of consistent width. The fire retardant members are typically of common height and present a wave-like cross-section, though height variations may be selected for mechanical preferences provided the fire retardant members do not extend beyond the body members. Similarly, the body members are of common height, which is may be equivalent to the height of the fire retardant members.

Additional aspects, advantages, and embodiments of the disclosure will become apparent to those skilled in the art from the following description of the various embodiments and related drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

So that the manner in which the described features, advantages, and objects of the disclosure, as well as others which will become apparent, are attained and can be understood in detail; more particular description of the disclosure briefly summarized above may be had by referring to the embodiments thereof that are illustrated in the drawings, which drawings form a part of this specification. It is to be noted, however, that the appended drawings illustrate only typical preferred embodiments of the disclosure and are therefore not to be considered limiting of its scope as the disclosure may admit to other equally effective embodiments.

In the drawings:

FIG. 1 illustrates an end view of an expansion joint seal according to the present disclosure.

FIG. 2 illustrates a side view of an expansion joint seal according to the present disclosure.

FIG. 3 illustrates several potential wave-like profiles of the fire retardant member.

FIG. 4 illustrates an end view of an alternative expansion joint seal according to the present disclosure.

FIG. 5 illustrates an end view of another alternative expansion joint seal according to the present disclosure.

FIG. 6 illustrates an alternative embodiment including a coating according to the present disclosure.

FIG. 7 illustrates an alternative embodiment including an impregnate according to the present disclosure.

FIG. 8 illustrates an alternative embodiment including an internal barrier according to the present disclosure.

FIG. 9 illustrates an alternative embodiment including a membrane according to the present disclosure.

FIG. 10 illustrates an alternative embodiment including a membrane according to the present disclosure.

FIG. 11 illustrates an alternative embodiment including an elastomeric gland.

DETAILED DESCRIPTION

The present disclosure provides a fully fire-rated expansion joint that is designed primarily with the driving rain, but vapor permeable, waterproofing and cycling function of an expansion joint in mind. The present disclosure provides for effective joint seal, which may sustain a 70+ mph (600 Pa) driving rain or greater. The present disclosure may also allow vapor pressure to escape/transfer moisture back to the exterior of the structure. The present disclosure provides a highly water resistant system that can additionally allow for moisture to migrate back out of the wall, typically through vapor pressure. Further, the present disclosure provides a system without impacting the water-resistance or vapor permeability properties of the impregnated foam seal. The present disclosure provides fire retardant members, such as intumescent members. In a vertical orientation that unexpectedly add transfer load support to the exposed surface. The present disclosure provides alternatives which are horizontally-oriented to enhance the internal recovery force of the expansion joint seal and to retain positive pressure on the joint substrate. The present disclosure further provides the exposed foam top surface may be coated or partially coated with a flexible or semi-rigid elastomer to increase load carrying capability which is further enhanced by the supporting fire retardant members.

As can be appreciated, sealants, coatings, functional membranes, adhesives and other functional materials may be applied to or included within the components of the disclosure.

Referring to FIG. 1, an end view of air expansion joint seal according to the present disclosure is provided. The expansion joint seal 100 includes a plurality of body members 102, at least one fare retardant member 106, and two or more resilient members 120, where two or more of the resilient members 120 are coupled, tethered, or otherwise flexibly connected by a connector 130 to a cover plate 128 or to each other. Thus, either a cover plate 128 or a connector 132 is coupled to two of the plurality of resilient members. Each of the plurality of body members 102 has a body length 202, a body width 104 and a body height 114. The body length 202, a body width 104, and body height 114 may vary from, one body member 102 to another. The body member 102 may be a foam member or may be a non-foam material which exhibits similar properties of compressibility, expansion, resiliency, and to support liquid-based additives, such a fire retardants and fillers. The body member 102 should preferably be composed of an elastically compressible, though materials which are not elastic and/or not compressible may be used. The fire retardant member 106 may be selected from any fire retardant material, including but not limited intumescents, which may provide fire retardancy and have some spring force.

The cover plate 128, when present, may be of any construction known in the art. including metals, plastics, polymers, or natural materials, and is greater than the uncompressed combined core width 126. Referring to FIGS. 1 and 4, when a cover plate 128 is present, two or more of the resilient members 120 may be coupled, tethered, or otherwise flexibly connected by a connector 130 which may span a distance from the top 404 of the body members 102 to the cover plate 128 or may be immediately adjacent the cover plate 128. The connectors 130 may provide connection between the resilient members 120 and the cover plate 128 directly above each resilient member 120 or at a common point along the cover plate 128.

The cover plate 128 is typically rectangular and preferably made of a material sufficiently resilient to sustain and be generally undamaged by the surface traffic atop it for a period of at least five (5) years and of a material and thickness sufficient to transfer any loads to the substrates which it contacts. The cover plate 128 may be constructed of a single layer or of multiple cover plate layers. Construction of the cover plate 128 of multiple layers enables repair or replacements of wear surfaces without replacing the entire cover plate 128 or replacing any of the plurality of elastically-compressible body members 102. Each layer is selected from a durable material which may be bonded, adhered or mechanically attached/affixed to an adjacent layer, but which may be separated by the adjacent layer upon the desired minimum lateral or shear force. One or more of those multiple cover plate layers may be a replaceable wear surface. The multiple cover plate layers may include a bottom layer and a water-permeable wear surface atop the bottom layer. The cover plate 128 has a cover plate width. To perform its function when positioned atop the expansion joint, and to provide a working surface, the cover plate width typically is greater than the first distance between a first substrate and a second substrate which define the expansion joint. Alternatively, rather than being positioned atop the expansion joint, the cover plate 128 may be installed flush or below the top of one or more of the substrates and/or installed flush or below the surface of the substrate. The contact point for cover plate 128 may be the deck or wall substrate or may be a polymer or elastomeric material to reduce wear and to facilitate the movement function of the cover plate 128. Regardless of the intended position, the cover plate 128 may be constructed without restriction, as to its profile. When desired, the cover plate 128 may be eliminated, together with attached components. The cover plate 128 may also be sized for imposition into a concrete or polymer nosing, allowing for a generally-flat surface for snow plowing. The cover plate 128 may have a length greater than the fire retardant members 106.

Two or more of the resilient members 120 are directly connected at their end by a connector 132, which may be rigid or flexible, any may have some elasticity. The connector 132 may be constructed identical to the resilient members 120 and have the same wave-like profile 112. The connector 132 may be a resilient polymer layer, particularly a membrane, which may be porous or non-porous, and which may provide other mechanical and functional properties including controlling relaxation rates and providing fire retardancy.

Any of various types of foam known in the art may be selected for body member 102, including compositions such as polyurethane and polystyrene, and may be open or closed cell. The uncompressed density of the body members 102 may also be altered for performance, depending on local weather conditions. Because of the expansion joint seal 100 may be composed of a plurality of body members 102, more than one composition may be selected for the various foam members, such, that at least one body member 102 has a mechanical property or composition different from the balance of the plurality of body members 102. One or more of the body members 102, for example, may be selected of a composition which is fire retardant or water resistant.

The elastically-compressible body members 102 may be a foam, such as an open cell foam, a lamination of open cell foam and close cell foam, and closed cell foam. When desired, the elastically-compressible body members 102 may have a treatment, such as impregnation, to increase desirable properties, such as fire resistance or water resistance, by, respectively, the introduction of a fire retardant into the foam or the introduction of a water inhibitor into the foam. Further, the body members 102 may be composed of a hydrophilic material, a hydrophobic material, a fire-retardant material, or a sintering material. Upon installation in an expansion joint, the body members 102 remains in compression. Prior to installation, the body members 102 may be relaxed, or pre-compressed.

The body member 102 prior to compression is wider than the nominal size of the expansion joint. When the body members 102 is imposed between the first substrate and the second substrate, the body member 102 is maintained in compression in the joint, and, by virtue of its nature, inhibits the transmission of water or other contaminants further into the expansion joint. An adhesive may be applied to the substrate end faces or to the body first side 704 or the opposing side to ensure a bond to the expansion joint seal 100. Over time, as the distance between the substrates changes, such as during heating and during cooling, the body members 102 expand to fill the void of the expansion joint or is compressed to fill the void of the expansion joint. A lamination with other layers may be provided, such as by elements adhered together to provide desired mechanical and/or functional characteristics and may comprise multiple glands and/or rigid layers that collapse under seismic loads. The body members 102 may be of polyurethane foam and may be: open celled foam or closed self A combination of open and closed cell foams may alternatively be used. The body members 102 may contain hydrophilic, hydrophobic- or fire-retardant compositions as impregnates, or as surface infusions, as vacuum infusion, as injections, full or partial or combinations of them. Moreover, near the top 404 of the expansion joint seal 100 may be caused to contain, such as by impregnation or infusion, a sintering material wherein the particles in the impregnate move past one another with minimal effort at ambient temperature but form a solid upon heating. Once such sintering material is clay or a nano-clay. Such a sintering impregnate would provide an increased overall insulation value and permit a lower density at installation than conventional foams while still having a fire endurance capacity of at least one hour, such as in connection with the UL 2079 standard for horizontal and vertical joints. While the cell structure, particularly, but not solely, when compressed, of an elastically-compressible core 110 preferably inhibits the flow of water, the presence of an inhibitant or a fire retardant may prove additionally beneficial. The fire retardant may be introduced as part of the foaming process, or by impregnating, coating, infusing, or laminating, or by other processes known in the art.

Moreover, a body member 102 may be selected from partially closed cell or viscoelastic foams. Most prior art foams seals have been designed as “soft foam” pre-compressed foam seals utilizing low to medium density foam (about 16-30 kg/m³) and softer foam (ILD range of about 10-20). It has been surprisingly found through extensive testing of variations of foam densities and foam hardness, tillers and elastic impregnation compounds that higher density “hard” foams with high ILD's can provide an effective foam seal meeting the required waterproofing (600 Pa minimum and ideally 1000 Pa or greater) and movement and cycling requirements such as ASTM E-1399-Standard Test Method for Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems as well as long term joint cycling testing. An advantage has been found in using higher density and higher hardness (higher ILD) foams particularly in horizontal applications. While at first this might seem obvious it is known in the art that higher density foams that are about 32-50 kg/m³ with an ILD rating of about 40 and greater tend to have other undesirable properties such as a long term decrease in fatigue resistance. Desirable properties, such as elongation, ability to resist compression set, foam resiliency and fatigue resistance typically decline relative to an increase in density and ILD. These undesirable characteristics, are often more pronounced when fillers such as calcium carbonate, melamine and others are utilized to increase the foam density yet the cost advantage of the filled foam is beneficial and desirable. Similarly, when graft polyols are used in the manufacture of the base foam to increase the hardness or load carrying capabilities, other desirable characteristics of the base foam such as resiliency and resistance to compression set can be diminished. Through the testing of non-conventional impregnation binders and elastomers for pre-compressed foam sealants such as silicones, methanes, polyureas, epoxies, and the like, it has been found that materials that have reduced tack or adhesive properties after cure and which provide a high internal recovery force can be used to counteract the long term fatigue resistance of the high density, high ILD foams. Further, it has been found that by first impregnating and curing the foam with the injected or impregnated silicone, acrylic, urethane or other low tack polymers and, ideally, elastomers with about 100-200% elongation or greater providing a sufficient internal recovery force, that it was additionally advantageous to re-impregnate the foam with another elastomer or binder to provide a timed expansion recovery at specific temperatures. The impregnation materials with higher long term recovery capabilities imparted to the high density, high ILD base foams, such as a silicone or urethane elastomers, can be used to impart color to the foam, seal or be a clear or translucent color to retain the base foam color. If desirable a second impregnation, partial impregnation or coating can be applied to or into the foam seal to add additional functional characteristics such as UV stability, mold and mildew resistance, color, fire-resistance or fire-ratings or other properties deemed desirable to functionality to the foam.

Viscoelastic foams have not typically been commercially available or used for foam seals due to perceived shortcomings. Commonly used formulations, ratios and methods do not provide a commercially viable foam seal using viscoelastic foam when compared to standard polyurethane foams. Open cell viscoelastic foams are more expensive than polyester or poly ether polyurethane foams commonly used in foam seals. Any impregnation process on a viscoelastic foam tends to proceed slower than an a traditional foam due to the fine cell structure of viscoelastic foam. This can be particularly frustrating as the impregnation materials and the impregnation process are typically the most expensive component of a foam seal. However, because of their higher initial density viscoelastic foams can provide better load carrying or pressure resistance foam seal Both properties are desirable but not fully provided for in the current art for use in applications such as load carrying horizontal joints or expansion joints for secondary containment. Common densities found in viscoelastic foams are 64-80 kg/m³ or greater. Additionally, viscoelastic foams have four functional properties (density, ILD rating, temperature and time) compared to flexible polyurethane foams, which have two primary properties (density and an ILD rating).

However, the speed of recovery of viscoelastic foams following compression may be increased by reducing or eliminating any impregnation, surface impregnation or low adhesive strength impregnation compound. Incorporating fillers into the impregnation compound is known to be selective in controlling the adhesive strength of the impregnation binder and therefore the re-expansion rate of the impregnated foam. By surface impregnating or coating the outside surface of one or both sides of viscoelastic foam to approximately 10% of the foam thickness, such as about 3-8 mm deep for conventional joint seals, the release time can be controlled and predicted based on ambient temperature. Alternatively, the foam can be infused, partially impregnated or impregnated with a functional or non-functional, filler without a using hinder but rather only a solvent or water as the impregnation carrier where the carrier evaporates leaving only the filler in the foam.

The re-expansion rate of a seal using viscoelastic foam may be controlled by using un-impregnated viscoelastic foam strips and re-adhering them with a pressure sensitive adhesive or hot melt adhesive. When the seal is compressed, the laminating adhesive serves as a temporary restriction to re-expansion allowing time to install the foam seal. Viscoelastic foam may be advantageously used, rather than standard polyurethane foam, for joints requiring additional softness and flexibility due to higher foam seal compression in hot climates or exposure or increased, stiffness in cold temperatures when a foam seal is at its minimum compressed density. Additionally, closed cell, partially closed cell and other foams can be used as in combination with the viscoelastic foams to reduce the overall cost.

This second group of body materials, the neat-foam members, may include, for example, corrugated cardboards, natural and man-made batting materials, and natural, synthetic and man-made sponge material When desired, such materials may be selected for properties, such as water leakage, air leakage, resilience in face of one or more cycling regimes, compressibility, relaxation rate, compression set, and elasticity.

A body member 102 may be altered to provide additional functional characteristics. A body member 102 may be infused, impregnated, partially impregnated or coated, with an impregnation material or binder that is designed, specifically to provide state of the art seal water-resistance properties with a uniform and consistent distribution of the waterproofing binder. A body member 102 may also, or alternatively, be infused or impregnated or otherwise altered to retain a fire retardant, dependent on function. Where the body member 102 is foam, any suitable open cell foam type with a density of 16-45 kg/m³ or higher can provide an effective water-resistant foam-based seal by varying the impregnation density or the final compression ratio. Where a sound resistant seal is desired, the density or the variable densities provide a sound resistant seal in a similarly-rated wall from an Sound Transmission Class value from 42-63 and/or a sound reduction between 12 and 50 decibels.

One or more of the body members 102 may be selected from an: inherently hydrophilic material or have a hydrophilic component such as a hydrophilic polymer that is uniformly distributed throughout the material of the body member 102. The body members 102 may include strategically-placed surface impregnation or partially impregnate with a hydroactive polymer. Because the primary function of the body member 102 is waterproofing, rather than fire-resistance, the addition of a hydrophilic function does not negatively impact the fire-resistant properties, as an increased moisture content in the body member 102 may increase fire resistive properties. Beneficially, because the fire retardant members 106 provide fire resistance, the present disclosure provides for an expansion joint sealant without the need to impregnate the body member 102 with a fire retardant.

Referring to FIG. 2, a side view of an expansion joint seal according to the present disclosure is provided. Each of the fire retardant members 106 has a fire retardant member length 204, which may be equivalent to the body length 202, or may be longer or shorter. Fire retardant members 106 may have a fire retardant member length 204 shorter than the body length 202, and a plurality of separate fire retardant members 106 may be sequentially positioned along the body member 102 to be nearly equivalent to the body length 202. Separate, shorter fire retardant members 106 may be beneficial in avoiding any propagation of a failure of the resiliency of any one fire retardant member 106. Each fire retardant member 106 has a fire retardant member width 108. Additionally, each fire retardant member 106 has a lateral cross section 110, presents a wave-like profile 112, and has a fire retardant member height 116. The fire retardant member 106 is therefore rigid, or at least semi-rigid, resilient, and derives a spring force from that rigidity and resiliency. The degree of rigidity and intumescing may be controlled by selecting the composition of the retardant members, such as an intumescent compound bound in a polymer matrix or a member formed entirely of an intumescent compound or material The fire retardant member length 204, the fire retardant member width 108, the fire retardant member height 116, and the wave-like profile 112 may vary from one fire retardant member 106 to another, resulting in different spring forces in the different fire retardant members 106. The narrowest of the body members 102 has a body width 104 is at least five (5) times the fire retardant member width 108 of the narrowest fire retardant member 106. Each fire retardant member 106 is preferably interspersed between, and adhered to, the adjacent two body members 102, so as to present an integral whole. The fire retardant member height 116 of each fire retardant member 102 may be equal to, less than, or greater than the body height 114 of the adjacent body members 102. Where a fire retardant member 102 has a fire retardant member height 116 equal to or less than the body height 114 of the adjacent body members 102, the fire retardant member 102 does not extend beyond the body members 102. But where the fire retardant member 102 has a fire retardant member height 116A greater than the body height 114 of the adjacent body members 102, extending outside the body member 102 to contact, or contact or join to, a substrate or external component, such as a cover or substrate-to-substrate spanning cover plate. The body members 102 may be a single piece where the fire retardant member height 116 is less than, the body height 114. Preferably, cadi fire retardant member 106 presents an identical wave-like profile 112, through variations may be selected to further the disclosure. The fire retardant member 106 is selected from a composition and in a waveform to provide a spring force with a long life against fatigue.

The body member 102 is sized to provide a body width 104 of sufficient width to provide the water resistance function while be sufficiently narrow to be shielded from fire when the adjacent fire retardant members 106 react, thereby providing a continuous protective insulating char layer as a barrier across the expansion joint seal 100.

The body members 102 may be selected to provide a lower density at installation, whether by a low uncompressed density or a lower compression ratio, so as to provide a spring force less than that of the fire retardant members 106. The body members 102 therefore accommodate lateral compression caused by fluctuation of the distance between the substrates, the joint width, while the fire retardant members 106, by virtue of the wave-like profile 112 provide the spring force in at least the plane parallel, to the substrate faces, but potentially also transverse to the joint. Downward loads on the expansion joint seal 100 are thus opposed by the fire retardant members 106, which compress in response to loading and which transfer the vertical load into the horizontal plane, and therefore into the body members 102. The fire retardant members 106 therefore support downward loads by compressive support. The fire retardant members 106, by virtue of the common wave shape, retard any vertical deviation of the body members 102, as the compression ratio is lowest when the fire retardant members 106, and therefore the body members 102, are aligned. As provided above, the body members 102 may be provided as a rectangular prism—resulting in differing compression ratios along the body, or cut to match the wave-like profile 112 of the fire retardant members 106. Where a common wave-like profile 112 is utilized, the fire retardant members 106 allow for greater concentration of fire retardant members 106 without substantially impacting the compressibility ratio of the body members 102.

The combination of the force damping body member 102 and the spring-force fire retardant member 106 performs the function of providing water resistance without degradation common in the art The expansion joint seal 100 effectively seals while providing a vapor-permeable barrier, allowing for vapor pressure to escape/transfer moisture back, to the exterior of the structure. The expansion joint seal 100 may sustain a 70+ mph (600 Pa) driving rain or greater.

Referring to FIG. 3, a plurality of potential forms for the wave-like profile 112 of the fire retardant member 106 are illustrated. The wave-like profile 112 of the fire retardant member 106 may be selected from waveforms known in the art, including a triangle wave 302, a sine wave 304, a square wave 306, a sawtooth 308, an irregular wave 310, or any combination of any waveforms known in the art. The wave-like profile 112 may thus provide a zig-zag or wavy profile which may be generally parallel to the face of the joint substrate.

The reaction of the fire retardant member 106 to heat may be selected for desired temperature to select the temperature at which the fire retardant members 106 cease providing structural support and begin reacting to provide fire protection. Temperature selection may be desirable to address high pressure water incidents as opposed to fire events. As a result of temperature selection and fire retardant properties of the fire retardant members 106 and their interspersing between the body member 102 of the expansion joint seal 100, the body member 102 need not include a fire retardant. When these fire retardant members 106 expand upon exposure to fire, the joint is afforded some protection against fire damage. When the fire retardant members 106 are intumescent, they expand upon exposure to the selected temperature, providing a wider cross section of intumescent expansion and protective crusting over the expansion joint seal 100. Beneficially, the wave-like profile does not result in the joint seal pulling out of the joint during expansion in response to heat, due to the wave-like profile 112 exerting force in multiple directions. As can be appreciated the wave-like profile 112 may be selected to provide desired directional expansion.

Overlapping fire protection is thus provided without the necessity of a continuous member or a coating that connects or touches to both substrates. A continuous, straight cross member, for example, would be too rigid and would no compress or extend, precluding operation of the expansion joint seal 100. Even continuous elastomeric fire retardant sealants on the surface in a bellow configuration tend to limit the joint movement capacity and are therefore less desirable.

Offsetting fire retardant members 106 so as to overlap the adjacent fire retardant member 106 upon reacting ensures a continuous protective barrier at the exposed portion of the expansion joint seal 100 while ensuring that movement, of the expansion joint seal 100 is not restricted until such time. These fire retardant members 106, to the extent not reactive to fire, provide backpressure support for expansion joint seal 100 during exposure to high pressure water.

Referring again to FIGS. 1 and 2, the fire retardant members 106, due to the wave-like profile 112 further provide a spring force in the vertical plane, generally parallel to the faces of the adjacent substrates when installed. The expansion joint seal 100 may therefore have the capability to provide the movement of at least +/−50% intended for seismic movement and able to meet rapid cycling requirements.

The wave-like profile 112 offsets forces within, the body members 102 and permits transfer of loads; within the body members 102 in various directions in response to loading, particularly for above. This may prove valuable in lower compression or lower impregnation densities required for higher movement fire rated joint designs. Conventional systems, or systems which might incorporate planar fire retardant members lack this force transfer and require a fire retardant material to protrude or be encased in a wrapping not suitable for exposed, primary sealant or horizontal traffic expansion joints. The wave-like profile 112 permits an expansion joint seal 100 with low density material, which may be foam, which may eves be vapor permeable, which may-permit a seal with +/−100% movement in a non-invasively attached non-metallic or refractory blanket design. When combined with a body member 102 having a desirable fire rating, the fire retardant member 106 with a wave-like profile 112 may provide an even-more desirable fire-resistance without the increased depth otherwise required to meet fire-rating standards. This shallower depth to width ratio results in easier installation, and lower cost.

When desired, a common wave-like profile 112 may be used, allow for greater concentration of fire retardant members 106 between the body member 102 without substantially impacting the compressibility ratio of the body member 102 and while retarding any vertical deviation of the body member 102, Because the material of the body, which may be foam, will seek a lowest state of compression, the common wave-like profile 112 of the fire retardant member 106 causes the body member 102 to remain aligned. This may be furthered by selecting the appropriate shape for each of the body member 102 members—whether rectangular prisms, resulting in localized areas of higher compression, or cut to match the wave-like profile 112 so as to avoid such localized areas of higher compression. A selection of non-common wave-like profiles 112 may be desirable to further alter the compression within each body member 102. Alternatively, fire retardant members 106 with differing wave-like profiles 112 may be used, such as those nearly flat for positioning adjacent the substrates for substrate protection or for a bonding surface.

The fire retardant members 106, and if desired body member 102, may be selected for depth as to the extent of protection needed. The fire retardant members 106 and the body member 102, for example, might have a reducing thickness for the fire retardant members 106 and/or body member 102 positioned in the center of the joint Alternatively, the fire retardant members 106 may be vertically centered with respect to the body member 102, but have a fire retardant member height 116 clearly less than the body height 114, so that the fire retardant members 106, which providing the spring force in both planes, is not exposed initially between the body member 102 sections. Additionally, a fire retardant member 106 may have a height 116 shorter than the body height 114 to permit a bonding between adjacent body members 102 or may permit the sectioning of a body member 102 with the fire retardant member 106 imposed within it.

The fire retardant member 106 can be laminated with or otherwise bonded to a resilient member 120 or increase its resistance to moisture and to provide increased durability. The fire retardant member 106 may therefore have a low spring force while the resilient member 120 may provide a higher spring force, such that an external force exceeding the spring force of the intumescent member 106 will not result in destruction of the fire retardant member 106. The resilient member 120 may be a metal, a polymer or a membrane, permeable or impermeable, and may permit movement in one direction only. This may be a polymer that cures or thermosets at temperatures between 150-500° F. and which is flexible until the exposure to a high temperature event. The polymer does not provide a potential fuel source and can be placed where it will cure within body members 102 in a fire event, such that it will not burn but will instead be heated to its reaction temperature, care and provide a rigid structural support for the remainder of the body member 102.

The resilient member 120 may be thin or may be thick. The resulting thickness, material and shape provide strength in operation. Use of a membrane as the resilient member 120 may provide multiple benefits. A membrane may allow for thermal cycling of the expansion joint seal 100 and may preclude cycling longitudinally. Like the fire retardant member 106 which may be bonded to it, a resilient member 120 composed of a membrane may be longer than the fire retardant member 106 and may extend outside of the body member 102. The resilient member 120 composed of a membrane may be coated with any additional functional coating such a bonding agent or material that is the same or compatible with the adjoining materials such as but not limited to cementitious repair materials, polymer and other nosing types and substrate or deck coatings, Such a membrane may a solid, continuous sheet without perforations or boles, and therefore provided through the body member 102, rather than by forming in situ, which would provide penetrations of the body member 102 therethrough.

The resilient member height 122 of the resilient member 120 can be greater or less than the fire retardant member height 122 of the fire retardant member 106. The spring force of the resilient member 120 may be selected to beneficially increase the durability and recovery force of the fire retardant member 106. The spring force of the resilient member 120 increases the internal recovery force of the expansion joint seal 100 without requiring an increase or reduction in the impregnation density or compression ratio of the body members 102. Where greater, the resilient member 120 may protrude beyond the body member 102 to provide a point of contact or connection. Where less, the resilient member 120 may be imposed into a single body member 102 without the need to use laminations. To maintain position, the resilient member 120 may be adhered by an adhesive to the adjacent body member 102, or may be fused to it, where composed of an electrically-conductive material, by the application of electricity to heat the resilient member 120 and the adjacent body member 102 to cause melting.

The fire retardant members 106 may be formed of a hydrophilic intumescent member that expands when wet, increasing the resistance of the expansion joint seal 100 to impact damage and hose stream type forces. A hydrophilic fire retardant member 106 would thus expand against the joint, retaining its spring function and pushing in different directions, without expanding outward.

Referring to FIGS. 1 and 3, the fire retardant member 106 and its wave-life profile 112 may be formed within the body member 102. The body member 102 may be cut to the desired wave-life profile 112 and a flexible intumescent mastic or sealant applied to the body member 102 at the desired thickness to provide the fire retardant members 106. The fire retardant members 106 may be formed in situ from other fire resistant material having sufficient flexibility to allow for compression after curing while providing a compensating return force when exposed to compression. This in situ formation of the fire retardant members 106 may further provide beneficial cost savings by allowing alternating use of the rigid fire retardant member 106 and the higher modulus: intumescent mastic/sealant. Additionally, the in situ formation may provide a well-fitted assembly between the body member 102 and the fire retardant members 106. Preformed fire retardant members 106, however, may be advantageous for better compressing the body member 102, such as foam, to different ratios to increase the compressive force resistance and reduce the tendency of the material of the body member 102 to take a compression set over time. Regardless, the fire retardant members 106 offer the same fire resistant properties in conjunction with an impregnated open cell foam, and alternatively a closed cell foam, with a primary function to act as a water resistant seal.

The present disclosure thus avoids the body member 102 taking a compression set, such as during a hot summer, so that when the substrates separate in cold weather, the body member 102 has lost resiliency and fails instead of expanding to fill the increased joint size. The wave-like profile 112 of the fire retardant member 106 retards such a condition. The body member 102, particularly when cut in rectangular profiles and imposed between each fire retardant member 106, has localized areas of differing compression. The portion of body member 102 adjacent an impinging wave-like-profile 112 is compressed, while the portion of body member 102 distant the impinging wave-like profile 112, and therefore adjacent the corresponding section in the adjacent fire retardant member 106 or a substrate is in a lower state of compression, essentially inducing expansion of the body member 102 intermediate the two positions. The body member 102 therefore accommodates lateral compression caused by fluctuation of the distance between substrates joint width. The recovery speed and force of the expansion joint seal 100 can be modified by selecting a body member 102 with a higher or lower indention Load Deflection (ILD). which is used to determine the “hardness” or resistance to compression of the foam. Additionally, the body member 102 may be selected to provide a sufficiently porous body to permit vapor to escape from the joint.

Referring to FIG. 4, an end view of an alternative expansion joint seal according to the present disclosure is provided. A further fire retarding layer 402 may the applied across the top 404 of the expansion joint seal 100. The fire retarding layer 402 may be an intumescent or a fire-retarding elastomer, such as Dow Corning 790.

Additionally, a coating 406 may be used intermediate the body member 102 and the fire retardant member 106. The coating 400 may have a moisture resistance to better retard moisture from reaching the fire retardant member 106 from the body member 102, or may be adhesive to better facilitate a bond between the body member 102 and the fire retardant member 106 or the fire retarding layer 402, and may be applied to one or both of the body member 102 and the fire retardant member 506.

The expansion joint seal 100 may further include an insulating layer 408, such as a silicate at the top 404 of the expansion seal 100, over the fire retarding layer 402, or in the body member 102, to add a refractory of insulating function. However, such a layer, unless otherwise selected, would not be a fire-retardant liquid glass formulation.

Referring to FIG. 5, an end view of another alternative expansion joint seal according to the present disclosure is provided. An external intumescent member 502, 504 may be provided in conjunction with, or as part of the expansion joint seal 100. If provided with, but not as part of the expansion joint seal 100 as provided on site, the external intumescent member 502, 504 would be provided for field installation. The external intumescent member 502, 504 abuts the face 510, 512 of the substrate 506, 508 intermediate a portion of the expansion joint seal 100 and the substrate 506, 508. As a result, the external intumescent member 502, 504 provides protective cover to the substrate 506, 508 above the top of the expansion joint seal 100, while preferably not obstructing any field application of fireproofing, such as board or spray applied substrate protection. Preferably, the external intumescent member 502, 504 provides sufficient protection to the substrates 506, 508 such the expansion joint seal 100 may pass a modified Rijkswaterstaat (RWS) test that protects against extreme initial temperature exposure within the first 12 minutes or meet the requirements of a full RWS or Underwriters Laboratories (UL) 1709 time-temperature exposure. The UL 1700 test, for example, is largely a horizontal line at a temperature of 2000 regardless of time.

When installed in the field, the external intumescent. member 502,504 is positioned between the expansion Joint seal 100 and the substrate 506, 508 either before or alter installation of the expansion joint seal 100 between the substrates 506, 508, such that it covers the face 510, 512 of the substrate 506, 508 which would otherwise be above the expansion joint seal 100 and therefore exposed, Preferably, the external intumescent member 502, 504 extends below the top 404 of the expansion joint seal 100 at least ten percent (10%) of the body height 114.

To achieve reasonable protection of the face 510, 512 of the substrate 506, 508 which would otherwise be above the expansion joist seal 100, the exposed face 510, 512 and associated corned 514, 516, the external intumescent member 502, 504 should extend below the top 404 of the expansion joint seal 100, by at least one-quarter of an inch, but preferably by a full inch. The external intumescent member 502, 504 may be a board or liquid fire retardant, such as W. R. Grace's Monokote line, or competitive products produced by Isolatek and Promat.

The external intumescent member 502, 504 may be affixed to the system at manufacture or at the time of installation. The external intumescent member 502, 504 may be affixed to the expansion joint seal 100 at manufacture, with the expansion joint seal 100 supplied in a pre-compressed state to facilitate installation. Whether at manufacture or at installation, the external intumescent member 502, 504 may be provided by applying an intumescent modified epoxy or other adhesive that is also fire resistant or of a type that will not impede its function. Alternatively, the external intumescent member 502,504 could, be formed at installation by application of a liquid or mastic having fire resistance and adhesive properties directly to the substrate 506, 508 on the corners 514, 516 and the faces 510, 512. If desired, such an application could extend as far as the foil length of contact between the substrate 506, 508 and the expansion joint seal 100, and provide an adhesive function.

Because external intumescent member 502, 504 protects the face 510, 512 and the corner 514, 516 of the substrate 506, 508, it is provided in an “L” or angular shape. After the expansion joint seal 100 and external intumescent member 502, 504 are installed between the substrates 506, 508, a fire protection layer 518 may be installed over the external intumescent member 502, 504 and the substrates 506, 508. Preferably, the fire protection layer 518 extends to the face 510, 512 of the substrate 506,508, but may stop before the external intumescent member 502, 504, to allow for project specific limitations precluding the full coverage of the exposed face. Because the external intumescent member 502, 504 is either field applied or part of the supplied foam expansion joint such that it provides exposed corner substrate protection, the need for expensive stainless steel “J” metal angles to be mechanically anchored and extend over the expansion joint for spray applied coatings at joint and other fire resistant coating terminations is eliminated.

Referring to FIG. 6, an alternative embodiment including a coating may be provided, Multiple coatings may be selected to provide further or alternative benefits to the body member 102. The top coating 602 applied to the body member 102 may be an elastomer coating, or intumescent coating, or an insulating coating. The top coating 602 may be a foil coating of the entire fop of all body members 102, or may be only a partial coating of some or all of the body members 102. The top coating 602 may be flexible, or may be semi-rigid, and may be selected to increase the load carrying capacity of the expansion joint seal 100.

The exposed top surface may be coated or partially coated with a flexible or semi-rigid elastomer to increase load carrying capability which is further enhanced by the supporting intumescent members. These, or other coatings, may be used to provide waterproofing, fire resistance, or additional functional benefits. The top coating 602 may provide a redundant sealant and may be on the side of a laminate of the body member 102. The top coating 602 may be particularly beneficial in connection with use of a body member 102 which is not impregnated of only slightly impregnated, so that the top coating 602 may provide a primary sealant, protecting the body member 102 from moisture or increasing its resiliency. The top coating 602 may be a hydrophilic polymer, a flexible elastomer or antimicrobial coating,

Referring to FIG. 7 the expansion joint seal 100 may include at least one body member 102 impregnated with an impregnate 706, such as a fire retardant such as aluminum trihydroxide about ten percent of the distance of the body width 104 from the body first side 704. Additional function properties can be added by surface impregnating the exposed or outside surfaces of the foam as well as the inside portion if additional properties are desirable.

Referring to FIG. 8, an alternative embodiment of the present disclosure is provided. Because of the relative softness and ease of compressibility of medium density viscoelastic foams, they may be used in seals allowing for easy hand compression and installation at the job site. Such a seal would not require factory compression before delivery, reducing manufacturing costs and the expense of the packaging material needed to maintain compression. The body members 102 could be formed of commercially available vapor permeable foam products or by forming specialty foams. Commercial available products which provide vapor permeable and excellent fire resistant properties are well known, such as Sealtite VP or Willseal 600. It is well known that a vapor permeable but water resistant foam joint sealant may be produced leaving at least a portion of the cell structure open while in compression such that water vapor can escape through the impregnated foam, sealant. Water is then ejected on the exterior of a body member 102 because the foam, and/or any impregnation, is hydrophobic and therefore repels miter. Water can escape from the foam sealant or wall cavity through water vapor pressure by virtue of the difference in humidity creating unequal pressure between the two areas. Because the cell structure is still partially open the vapor pressure drive is sufficient to allow moisture to return to equalization or the exterior of the structure. By a combination of compression ratio and impregnation density of a hydrophobic component the water resistance capacity can be increased to provide resistance to various levels of pressure or driving rain.

The present disclosure may further incorporate a membrane, such as vapor impermeable layer, for further benefits. Referring to FIG. 8, the membrane 802 may be positioned between the body members 102 adjacent the retardant members 106 for a vertical benefit between adjacent body members 102, or may be horizontally imposed to section the body members 102 into an upper body member 102 a and a separate lower body member 102 b. When horizontally aligned, the membrane 802 provides a barrier to foreign matter penetrating through the body member 102 and to opposing surface of the joint, thus ensuring some portion of the foam bodies 102 are not susceptible to contaminants and therefore continues to function. As the body members 102 may be composed of a vapor permeable foam, such a composition becomes particularly beneficial when a barrier or membrane 802 is present, such as at the bottom surface 804 of the body members 102 and is adhered to the bottom surface 804. As a result, the body members 102 above—and, if included, below—a membrane 802 may retain and then expel moisture, preventing moisture from penetrating in an adjacent substrate. As can be appreciated, to be effective, the membrane 802 is preferably sized to be no smaller in any dimension than the adjacent body member 102, when adjacent or body members 102, when positioned below, but may be sized to less than the cumulative widths of the body members 102 and fire retardant members 106, to provide for compression without substantial bowing of the membrane 802. Alternatively, the membrane 802 may extend beyond the body members 102 to provide a surface which may contact an adjacent substrate and even overlap its top. The membrane 802 may be intumescent or may otherwise provide fire retardancy in the expansion joint seal 100. Consistent with uses known in the art, the present, disclosure may be associated with a central non-conductive spine and cover plate assembly for those uses wherein high traffic is anticipated, as well as for compliance with Department of Transportation requirements. The present invention may be adapted for use with other expansion, joint systems, such those feat incorporate a rife or spline within or connection to a body such as body members 102 and attached or associated, permanently or detachably with a cover plate.

Referring to FIG. 9, a first expansion joint seal 100 may be overlaid with a membrane 990, over which may be positioned a second expansion joint seal, positioning the membrane 900 within the effective seal.

Moreover, as illustrated in FIG. 10, the fire retardant members 106 and/or the resilient members 120 may alternatively be positioned to provide a spring force on a plane non-parallel to the face of the substrates, resulting in lateral forces being unequally distributed into the body member 102, and discouraging or offsetting any compression set. Forces downwardly applied, to the expansion joint seal 100 are not only transferred to the body member 102, which readily compresses, but also the interspersed fire retardant members 106, which compresses in response to the loading in light of its own spring force. When compressed, the fire retardant members 106 and/or resilient members 120 transfer the load laterally into the body member 102. The fire retardant members 106 and/or the resilient members 120 therefore support downward loads by compressive support. This positioning may be accomplished, for example by providing a second expansion joint seal 100, such as illustrated in FIGS. 8 and 9, but aligned at a right angle, or by interposing laterally-extending members 1002, which may be extensions of the fire retardant member 106 or the resilient member 120, at a right angle between those longitudinally positioned between the body members 102, or by simply positioning a short laterally-extending fire retardant member 1004 in the external body member 102. As provided previously, the laterally-extending member 1002 or short laterally-extending member 1004 may extend outside the body member 102 to contact, or contact or join to, a substrate or external component, such as a cover or substrate-to-substrate spanning cover plate. The laterally-extending member 1002 or short laterally-extending member 1004 may be fixedly attached to the fire retardant member 106 or a resilient member 120 and may be used in connection with each of the laterally-extending members 1002 or short laterally-extending members 1004 and the fire retardant member 106 or resilient member 120 to provide a winged design, protruding through one or more surfaces of the body member 102 and having a y-shape inside or outside the body member 102.

Fire retardant members 106 may have a fire retardant member length 204 shorter than the body length 202, and a plurality of separate fire retardant members 106 may be sequentially positioned along the body member 102 to be nearly equivalent to the body length 202. Separate, shorter fire retardant members 106 may be beneficial in avoiding any propagation of a failure of the resiliency of any one fire retardant member 106.

Conversely, one or more of the fire retardant members 106, or one or more resilient member 120, may extend beyond the end of the body member 102. This may be accomplished by a fire retardant member 106 having a fire retardant member length 204 greater than the body length 202, or by offsetting the fire retardant member 106 or resilient member 120 relative to the body member 102. A fire retardant member 106 or resilient member 120 extending beyond an end of a body member 102 may pierce into, or be received into, the body member 102 of an adjacent expansion joint seal 100 to facilitate joinder among adjacent seals 100, providing a unified connection or system to reduce leaks between the body member 102 and the joint substrate and or the substrate or deck coating. Similarly, a fire retardant member 106 or resilient member 120 which extends beyond the end of the body member 102 may be joined to another an fire retardant member 106 or resilient member 120 to provide connection.

Other variations of the fire retardant member 106 may provide advantages. The fire retardant member 106 and/or resilient member 120 may be coated, at the factory or in the field, with a primer or a deck, coating material to ensure a proper seal, connection and continuity with the deck coating system.

The fire retardant member 106 or the resilient member 120 may extend or connect over the body member 102 to provide a membrane or surface to pre-coat or coat such the application of a deck or surface coating can be applied in a monolithic fashion over joint system.

Similarly, the fire retardant member 106 or the resilient member 120 may be connected, abutted or adhered at the body first side 704 to another body or layer of elastomer to bridge the joint or other areas of the substrate. The top and or bottom of the retardant member 106 or resilient member 120, when extending beyond the body member 102, may provide further surface area for retention and adhesion,

Referring to FIG. 11, a cross section of a further embodiment incorporating an elastomeric gland, the expansion joint seal 100 may further include an elastomeric gland 1102 to partially, such as on two or three sides, or fully encase the body member 102 and the fire retardant members 106 contained therein. The elastomeric gland 1102 may simply surround the exterior of the body member 102 or may include one or more extensions or wings 1104, which may include one or more second wings 1106. The elastomeric gland 1102 may therefore be tied into or connected to any surface of an adjacent substrate, to any coating thereon, or to any nearby component or may be integrated into the substrate.

Other variations may be employed. The expansion joint seal 100 may be constructed to withstand a hydrostatic pressure equal to or greater than 29.39 psi. Environmentally friendly foam, fillers, binders, elastomer and other components may be selected to meet environmental, green and energy efficiency standards. The body member 102 may exhibit auxetic properties to provide support or stability for the expansion joint, seal 100 as it thermally cycles or to provide additional transfer loading capacity. Auxetic properties may be provided by the body material the internal components such as the members/membrane or by an external mechanical mechanism. The body member 102 may have a rigid or semi-rigid central core equal to 5-65% of the uncompressed combined core width 126. The body member may have a central core rigid through normal joint cycling, typically +/−25%, but collapsible under seismic (+/−50%) joint cycling. Such as body member 102 having a central core both rigid and collapsible may be part of a data feedback system where sensors collect data, and supplies information to be stored internally or externally.

Additionally, when desired, a sensor may be included and may contact one of more of the cover plate 128, the body members 102, the resilient member 102, and the fire retardant members 106, as well as any other component included in the expansion joint seal 100. The sensor may be a radio frequency identification device (RFID) or other wirelessly transmitting sensor. A sensor may be beneficial to assess the health of a expansion joint seal 100 without accessing the interior of the expansion joint, otherwise accomplished by removal of the cover plate. Such sensors are known in the art, and which may provide identification of circumstances such as moisture penetration and accumulation. The inclusion of a sensor in the expansion joint seal 100 may be particularly advantageous in circumstances where the expansion joint seal 100 is concealed after installation, particularly as moisture sources and penetration may not be visually detected. Thus, by including a low cost, moisture-activated or sensitive sensor at the bottom surface 804. the user can scan the expansion joint seal 100 for any points of weakness due to water penetration. A heat, sensitive sensor may also be positioned within the expansion joint seal 100, thus permitting identification of actual internal temperature, or identification of temperature conditions requiring attention, such as increased temperature due to the presence of fire, external to the joint or even behind it, such as within a wall. Such data may be particularly beneficial in roof and below grade installations where water penetration is to be detected as soon as possible.

Inclusion of a sensor in the body member 102 may provide substantial benefit tor information feedback and potentially activating alarms or other functions within the expansion joint seal 100 or external systems. Fires that start in curtain walls are catastrophic. High and low-pressure changes have deleterious effects, on the long-term structure and the connecting features. Pro viding real time feedback arid potential for data collection from sensors, particularly given the inexpensive cost of such sensors, in those areas and particularly where the wind, rain and pressure will have their greatest impact would provide benefit. While the pressure on the wall is difficult to measure, for example, the deflection in a pre-compressed sealant is quite rapid and linear. Additionally, joint seals are used in interior structures including but not limited to bio-safety and cleanrooms. The fire retardant member 106 may be positioned in communication with the sensor. Additionally, a sensor could be selected which would provide details pertinent to the state of the Leadership in Energy and Environmental Design (LEED) efficiency of the building. Additionally, such a sensor, which could identity and transmit air pressure differential data, could be used in connection with masonry wall designs that, have cavity walls or in the curtain wall application, where the air pressure differential inside the cavity wall or behind the cavity wall is critical to maintaining the function of the system. A sensor may be positioned in other locations within the expansion joint seal 100 to provide beneficial data. A sensor may be positioned within the body member 102 at, or near, the top 404 to provide prompt notice of detection of heat outside typical operating parameters, so as to indicate potential fire or safety issues. Such a positioning would be advantageous in horizontal of confined areas. A sensor so positioned might alternatively be selected to provide moisture penetration data, beneficial in cases of failure or conditions beyond design parameters. The sensor may provide data on moisture content, heat or temperature, moisture penetration, and manufacturing details. A sensor may provide notice of exposure from the surface of the expansion joint seal 100 most distant from the base of the joint. A sensor may further provide real time data. Using a moisture sensitive sensor in the expansion joint seal 100 and at critical junctions/connections would allow for active feedback on the waterproofing performance of the expansion joint seal 100, it can also allow for routine verification of the watertightness with a hand-held, sensor reader to find leaks before the reach occupied space and to find the source of an existing leak. Often water appears in a location much different than it originates making H difficult to isolate the area causing the leak. A positive reading from the sensor alerts the property owner to. the exact location(s) that have water penetration without or before destructive means of finding the source. The use of a sensor in the expansion joint seal 100 is not limited to identifying water intrusion but also fire, heat loss, air loss, break in joint continuity and other functions that cannot be checked by non-destructive means. Use of a sensor within the body member 102 may provide a benefit over the prior art. Impregnated foam materials, which may be used for the body member 102, are known to cure fastest at exposed surfaces, encapsulating moisture remaining inside the body, and creating difficulties in permitting the removal of moisture from within the body. While heating is a known method to addressing these differences in the natural rate of cooling, it unfortunately may cause degradation of the foam in response. Similarly, while forcing air through the foam bodies may be used to address the curing issues, the potential random cell size and structure: impedes airflow and impedes predictable results. Addressing the variation in curing is desirable as variations affect quality and performance properties. The use of a sensor within the body member 102 may permit use of the heating method while minimizing negative effects. The data from the sensors, such as real-time feedback from the heat, moisture and air pressure sensors, aids in production of a consistent product. Moisture and heat sensitive sensors aid in determining and/or maintaining optimal, impregnation densities, airflow properties of the foam, during the curing cycle of the foam impregnation. Placement of the sensors into foam at the predetermined different levels allows for optimum curing allowing for real time changes to temperature, speed and airflow resulting in increased production rates, product quality and traceability of the input variables to that are used to accommodate environmental and raw material changes tor each product lots.

The selection of components providing resiliency, compressibility, water-resistance and fire resistance, the expansion joint seal 100 may be constructed to provide sufficient characteristics to obtain fire certification under any of the many standards available. In the United States, these include ASTM International's E 814 and its parallel Underwriter Laboratories UL 1479 “Fire Tests of Through-penetration Firestops,” ASTM International's E1966 and its parallel Underwriter Laboratories UL 2079 “Tests for Fire-Resistance Joint Systems,” ASTM International's E 2307 “Standard Test Method tor Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate-Scale, Multi-story Test Apparatus,” the tests known as ASTM E 84, UL 723 and NFPA 255 “Surface Burning Characteristics of Building Materials,” ASTM E 90 “Standard Practice for Use of Sealants in Acoustical Applications,” ASTM E 119 and its parallel UL 263 “Fire Tests of Building Construction and Materials,” ASTM E 136 “Behavior of Materials in a Vertical Tube Furnace at 750° C.” (Combustibility), ASTM E 1399 “Tests for Cyclic Movement of Joints,” ASTM E 595 “Tests for Outgassing in a Vacuum Environment,” ASTM G 21 “Determining Resistance of Synthetic Polymeric Materials to Fungi.” Some of these test standards are used in particular applications where firestop is to be installed,

Most of these use the Cellulosic time/temperature curve, described by the known equation T=20+345*LOG(8*t+1) where t is time, in minutes, and T is temperature in degrees Celsius including E 814/UL 1479 and E 1966/UL 2079.

E 814/UL 1479 tests a fire retardant system for fire exposure, temperature change, and resilience and structural integrity after fire exposure (the latter is generally identified as “the Hose Stream test”). Fire exposure,. resulting, in an F [Time] rating, identifies the time duration—rounded down to the last completed hour, along the Cellulosic curve before flame penetrates through the body of the system, provided the system also passes the hose stream test. Common F ratings include 1, 2, 3 and 4 hours Temperature change, resulting in a T [Time] rating, identifies the time for the temperature of the unexposed surface of the system, or any penetrating object, to rise 181° C. above its initial temperature, as measured, at the beginning of the test The rating is intended to represent how long it will take before a combustible item on the non-fireside will catch on fire from heat transfer. In order for-a system to obtain a UL 1479 listing, it must pass both the fire endurance (F rating) and the Hose Stream test The temperature data is only relevant where building codes require the T to equal the F-rating.

When required, the Hose Steam test is performed alter the fire exposure test is completed. In some tests, such as UL 2079, the Hose Stream test is required with wall-to-wall and head-of-wall joints, but not others. This test assesses structural stability following fire exposure as fire exposure may affect air pressure and-debris striking the fire resistant system. The Hose Stream uses a stream of water. The stream is to be delivered through a 64 mm hose and discharged through a National Standard playpipe of corresponding size equipped with a 29 mm discharge tip of the standard-taper, smooth-bore pattern without a shoulder at the orifice consistent with a fixed set of requirements:

Hourly Fire Rating Water Duration of Hose Stream Test Time in Minutes Pressure (kPa) (sec./m²) 240 ≤ time < 480 310 32 120 ≤ time < 240 210 16 90 ≤ time < 120 210 9.7 time < 90 210 6.5 The nozzle orifice is to be 6.1 m from the center of the exposed surface of the joint system if the nozzle is so located that, when directed at the center, its axis is normal to the surface of the joint system. If the nozzle is unable to be so located, it shall be on a line deviating not more than 30° from the line normal to the center of the joint system. When so located its distance from the center of the joint system is to be less than 6.1 m by an amount equal to 305 mm for each 10° of deviation from the normal. Some test systems, including UL 1479 and UL 2079 also provide for air leakage and water leakage tests, where the rating is made in conjunction with a L and W standard. These further ratings, while optional, are intended to better identify the performance of the system under fire conditions.

When desired, the Air Leakage Test, which produces an L rating and which represents the measure of air leakage through a system prior to fire endurance testing, may be conducted. The L rating is not pass/fail, but rather merely a system property. For Leakage Rating test, air movement through the system at ambient temperature is measured. A second measurement is made after the air temperature in the chamber is increased so that it reaches 177° C. within 15 minutes and 204° C. within 30 minutes. When stabilized at the prescribed air temperature of 204±5° C., the air flow through the air flow metering system and the test pressure difference are to be measured and recorded. The barometric pressure, temperature and relative humidity of the supply air are also measured and recorded. The air supply flow values are corrected to standard temperature and pressure (STP) conditions for calculation and reporting purposes. The air leakage through the joint system at each temperature exposure is then expressed as the difference between the total metered air flow and the extraneous chamber leakage. The air leakage rate through the joint system is the quotient of the air leakage divided by the overall length of the joint system in the test assembly.

When desired, the Water Leakage Test produces a W pass-fail rating and Which represents an assessment of the watertightness of the system, can be conducted. The test chamber for or the test consists of a well-sealed vessel sufficient to maintain pressure with one open side against which the system is sealed and wherein water can be placed in the container. Since the system will be placed in the test container. Its width must be equal to or greater than the exposed length of the system. For the test, the test fixture is within a range of 10 to 32° C. and chamber is sealed to the test sample. Nonhardening mastic compounds, pressure-sensitive tape or rubber gaskets with clamping devices may be used to seal the water leakage test chamber to the test assembly. Thereafter, water, with a permanent dye is placed in the water leakage test chamber sufficient to cover the systems to a minimum depth of 152 mm. The top of the joint system is sealed by whatever means necessary when the top of the joint system is immersed under water and to prevent passage of water into the joint system. The minimum pressure within the water leakage test chamber shall be 1.3 psi applied for a minimum of 72 hours. The pressure bead is measured at the horizontal plane at the top of the water seal. When the test method requires a pressure head greater than that provided by the water inside the waiter leakage test chamber, the water leakage test chamber is pressurized using pneumatic or hydrostatic pressure. Below the system, a white indicating medium is placed immediately below the system. The leakage of water through the system is denoted fey the presence of water or dye on the indicating media or on the underside of the test, sample. The system passes if the dyed water does not contact the white medium, or the underside of the system during the 72-hour assessment.

Another frequently encountered classification is ASTM E-84 (also found as UL 723 and NFPA 255), Surface Burning Characteristics of Burning Materials. A surface burn test identifies the flame spread and smoke development within the classification system. The lower a rating classification, the better fire protection afforded by the system. These classifications are determined as follows:

Ciassification Flame Spread Smoke Development A  0-25 0-450 B 26-75 0-450 C 76-200 0-450

UL 2079, Tests for Fire Resistant of Building Joint Systems, comprises a series of tests for assessment for fire resistive building joint system that do not contain other unprotected openings, such as windows and incorporates four different cycling test standards, a fire endurance test for the system, the Hose Stream test for certain systems and the optional air leakage and water leakage tests. This standard is used to evaluate floor-to-floor, floor-to-wall, wall-to-wall and top-of-wall (head-of-wall) joints for fire-rated construction. As with ASTM E-814, UL 2079 and E-1966 provide, in connection with the fire endurance tests, use of the Cellulosic Curve. UL 2079/E-1966 provides for a rating to the assembly, rather than the convention F and T ratings. Before being subject to the fire Endurance Test, the same as provided above, the system is subjected to its intended range of movement, which may be none. These classifications are:

Movement Minimum Minimum cycling Joint Classification number of rate (cycles per Type (if used) cycles minute) (if used) No Classification 0 0 Static Class I 500 1 Thermal Expansion/ Contraction Class II 500 10 Wind Sway Class III 100 30 Seismic 400 10 Combination

ASTM E 2307, Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using intermediate-Scale, Multi-story Test Apparatus, is intended to test for a systems ability to impede vertical spread of fire from a floor of origin to that above through the perimeter joint, the joint installed between the exterior wall assembly and the floor assembly. A two-story test structure is used wherein the perimeter joint and wall assembly are exposed to an interior compartment fire and a flame plume from an exterior burner. Test results are generated in F-rating and T-rating. Cycling of the joint may be tested prior to the fire endurance test and an Air Leakage test may also be incorporated.

The expansion joint seal 100 may therefore perform wherein the bottom surface 804 at a maximum joint width increases no more than 181° C. after sixty minutes when the body member 102 is exposed to heating according to the equation T=20+345*LOG(8*t+1), where t may be time in minutes and T may be temperature in C.

The expansion joint seal 100 may also perform wherein the core bottom surface 804, having a maximum joint width of more than six (6), increases no more than 139° C. after sixty minutes when the expansion joint seal 100 is exposed to heating according to the equation T=20+345*LOG(8*t+1), where t may be time in minutes and T may be temperature in C.

The expansion joint seal 100 may be adapted to be cycled one of 500 times at 1 cycle per minute, 500 times at 10 cycles per minute and 100 cycles at 30 times per minute, without indication of stress, deformation or fatigue.

The expansion joint seal 100 may be supplied in individual components or may be supplied in a constructed state so that it may installed in an economical one step operation yet perform like more complicated multipart systems. The cover plate 128 can be solid continuous or be smaller segments to support the body member 102. The use of smaller cover plates 102 to provide dimensional and/or compression support is beneficial in wide and shallow depth applications where products in the art will not work. The entire expansion joint seal 100 may be constructed such that a gap is present between the cover plate 128 and the elastically-compressible core 110 and a retaining band positioned about the body member 102 to maintain compression during shipping and before installation without additional spacers that would limit test fitting of the expansion joint seal 100 prior to releasing the body member 102 from factory compression. Packaging materials, that increase the bulk and weight of the product for shipping and handling to and at the point of installation, are therefore also eliminated.

In other embodiments, the expansion joint seal 100 configured to pass hurricane force testing to TAS 202/203. Further the expansion joint seal 100 may be designed or configured to pass ASTM E-282, E-331, E-330, E-547 or similar testing to meet the pressure cycling and water resistance requirements up to 5000 Pa or more.

As can be appreciated, the foregoing disclosure may incorporate or be incorporated, info other expansion joint systems, such as those with fire retardant members in a side of the body member 102 adjacent the substrate, the inclusion of a separate barrier between separate body members 102 and which may extend beyond the body members 102 or remain encapsulated within, one or more longitudinal load transfer members atop or within a body member 102, without or without support members, a cover plate, a spline or ribs tied to the cover plate whether fixedly or detachably, use of auxetic materials, or constructed to obtain a fire endurance rating or approval according to any of the tests known in the United States and Europe for use with expansion joint systems, including fire endurance, movement classification(s), load bearing capacity, air penetration and water penetration.

The foregoing disclosure and description is illustrative and explanatory thereof. Various changes in the details of the illustrated construction may be made within the scope of the appended claims without departing from the spirit of the invention. The present invention should only be limited by the following claims and their legal equivalents. 

What is claimed is:
 1. An expansion joint seal, comprising: a plurality of elastically-compressible body members, a plurality of resilient members, at least one of the plurality of resilient members having a fire retardant member attached thereto, the fire retardant member having a lateral cross section, the lateral cross section presenting a wave-like profile; each of the plurality of resilient members having a resilient member spring force; each of the plurality of resilient members interspersed between two of the plurality of elastically-compressible body members; and where one of at least, one of the plurality of the resilient members and the fire retardant member extends beyond one of a top surface, a bottom surface, or a side of at least one of the plurality of elastically-compressible body members, and one of a connector or cover plate connected to two of the plurality of resilient members.
 2. The joint seal of claim 1, further comprising a vapor-impermeable membrane positioned intermediate one of the plurality of elastically-compressible body members and the fire retardant member.
 3. The joint seal of claim 1, wherein each of the plurality of elastically-compressible body members has a bottom surface and further comprising a vapor impermeable membrane adhered to the bottom surface of at least one of the plurality of elastically-compressible body members.
 4. An expansion joint seal, comprising: a elastically-compressible body member, the elastically-compressible body member having a foam height; a plurality of resilient members, at least one of the plurality of resilient members having a fire retardant member attached thereto, the fire retardant member having a lateral cross section, the lateral cross section presenting a wave-like profile; each of the plurality of resilient members a resilient member spring force; each of the plurality of resilient members interspersed within the elastically-compressible body member; the elastically-compressible body member adhered to one of at least one of the plurality of resilient members and the fire retardant member; at least one of one of the plurality of spring members and the fire retardant member extending beyond one of a top surface, a bottom surface, and a side of the elastically-compressible body member, and one of a connector or cover plate connected to two of the plurality of resilient members.
 5. An expansion joint seal, comprising: a first plurality of elastically-compressible body members, a first plurality of resilient members, at least one of the first plurality of resilient members having a fire retardant member attached thereto, the fire retardant member having a lateral cross section, the lateral cross section presenting a wave-like profile; each of the first plurality of resilient members having a first resilient member spring force; each of the first plurality of resilient members interspersed between two of the first plurality of elastically-compressible body members, a second plurality of elastically-compressible body members, a second plurality of resilient members, at least one of the second plurality of resilient members having a fire retardant member attached thereto, each of the second plurality of resilient members having a lateral cross section, each of the lateral cross sections of the second plurality of resilient members presenting a wave-like profile; each of the second plurality of resilient members having a second resilient member spring force; each of the second plurality of resilient members interspersed between two of the second plurality of elastically-compressible body members, a vapor-impermeable membrane, the vapor-impermeable membrane adhered to a bottom of the first plurality of elastically-compressible body members and the vapor-impermeable membrane adhered to atop of the second plurality of elastically-compressible body members; and wherein one of the first plurality of resilient members extends beyond one of a top surface of one of the first plurality of elastically-compressible body members, a bottom surface of one of the first plurality of elastically-compressible body members, or a side of one of the first plurality of elastically-compressible body members or wherein one of the second plurality of resilient members extends beyond one of a top surface of one of the second plurality of elastically-compressible body members, a bottom surface of one of the second plurality of elastically-compressible body members, or a side of one of the second plurality of elastically-compressible body members, and one of a connector or cover plate connected to two of the plurality of resilient members.
 6. An expansion joint seal, comprising: a elastically-compressible body member, the elastically-compressible body member having a foam height; a plurality of resilient members, at least one of the fast plurality of resilient members having a fire retardant member attached thereto, each of the plurality of resilient members having a lateral cross section, the lateral cross section presenting a wave-like profile; each of the plurality of resilient members having a resilient member spring force; each of the plurality of resilient members interspersed within the elastically-compressible body member; each of the plurality of resilient members adhered to the elastically-compressible body member; and an elastomeric gland at least partially encasing the elastically-compressible body member, and one of a connector or cover plate connected to two of the plurality of resilient members. 